2021年混凝土结构子分部工程钢筋保护层验收记录.pdf

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1、1/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)车库梁至合格车库梁至车库梁至车库板至车库板至车库板至车库板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常

2、使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 1 页，共 9 页2/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限

3、公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)一层梁至合格一层梁至一层梁至一层板至一层板至一层板至一层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收

4、符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 2 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z

5、7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:C

6、L8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR

7、3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC

8、3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码

9、:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2

10、HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S63/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山

11、东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)二层梁至合格二层梁至二层梁至二层板至二层板至二层板至二层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确

12、定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 3 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:C

13、L8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR

14、3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC

15、3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码

16、:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2

17、HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5

18、ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档

19、编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S64/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)三层梁至合格三层梁至三层梁至三层板至三层板至三层板至三层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程

20、师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 4 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR

21、3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC

22、3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码

23、:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2

24、HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5

25、ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档

26、编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A

27、2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S65/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)四层梁至合格四层梁至四层梁至四层板

28、至四层板至四层板至四层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第

29、5 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码

30、:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2

31、HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5

32、ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档

33、编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A

34、2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I

35、5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S66/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构

36、件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)五层梁至合格五层梁至五层梁至五层板至五层板至五层板至五层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构

37、部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 6 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2

38、HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5

39、ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档

40、编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A

41、2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I

42、5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6

43、文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S67/9 混凝土结构子分部工程结构实体钢筋保护层厚度验收记录山东省建设工程质量监督总站监制鲁工程名称淄博开发区

44、精细化工研究所机械加工二厂房结构类型框剪结构检测钢筋型号、规格施工单位山东盛业建设工程有限公司项目经理田宸明项目技术负责人毛允哲构件类别构件部位厚度允许偏差钢筋保护层厚度()超差点数合格点率评定结果监理(建设)单位验收结果设计值实测值梁(板)六层梁至合格六层梁至六层梁至六层板至六层板至六层板至六层板至附图主检审核检查结论项目(专业)技术负责人：符合设计要求及混凝土结构工程施工质量验收规范同意验收验收结论监理工程师：(建设单位项目专业技术负责人)：年月日年月日备注仪器设备：使用前状态：正常使用后状态：正常注：本表中梁类、板类构件数量应根据实际情况确定；表中对每一构件可填写根钢筋的保护层厚度实测值

45、，钢筋的具体数量应根据实际情况确定；钢筋保护层厚度检验的结构部位、构件数量、检验方法和验收符合规范节和附录的规定；钢筋保护层厚度检验的结构部位、构件数量、检测钢筋数量和位置等记录和资料应作为本表的附件。共页第页精品w o r d 学习资料 可编辑资料-精心整理-欢迎下载-第 7 页，共 9 页文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5

46、ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档

47、编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A

48、2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I

49、5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6

50、文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X1A2 HR3C2I10G3I5 ZC3Z7A1P4S6文档编码:CL8S2T2X